Wagram, Town of

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Incomplete

Water System Name: Wagram, Town of   PWSID: 03-83-020
Mailing Address:PO Box 118
Wagram, NC 28396		Ownership:Municipality
 
Contact Person:Ann LocklearTitle:Town Clerk
Phone:910-369-2776Cell/Mobile:--
 
Secondary Contact:John Malone (NCRWA) Phone:336-780-0786
Mailing Address:
, NC 		Cell/Mobile:336-780-0786
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 2 - 8 20.00 %
Polyvinyl Chloride 2 - 6 80.00 %
What are the estimated total miles of distribution system lines?   9 Miles
How many feet of distribution lines were replaced during 2002?   300 Feet
How many feet of new water mains were added during 2002?   800 Feet
How many meters were replaced in 2002?   14
How old are the oldest meters in this system?   20 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.1000 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   No
Programs
Does this system have a program to work or flush hydrants?   Yes, 2-6 Months
Does this system have a valve exercise program?   No, None
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Flat
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Big Shoe Heel Creek (09-2)0 %
Lumber River (09-1)0 %
County(s)% of Service Population
Scotland0 %
What was the year-round population served in 2002?   801
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 321 0.0570 0 0.0000
Commercial 16 0.0020 2 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 14 0.0030 3 0.0010

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

3. Water Supply Sources

Monthly Withdrawals & Purchases
Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)
Jan 0.0690 0.2900 May 0.0670 0.4120 Sep 0.0630 0.2510
Feb 0.0490 0.3690 Jun 0.0760 0.3150 Oct 0.0540 0.2930
Mar 0.0630 0.2330 Jul 0.0640 0.3700 Nov 0.0610 0.3310
Apr 0.0590 0.2650 Aug 0.0690 0.2190 Dec 0.0870 0.9030

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)		 CUA Reduction Year Offline Use Type
MGD Days Used
3 0.0000 0 0.000 0.1800 Regular
5 0.0650 365 0.1650 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)		 Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
3 63 47 47 57 8 46 Yes
5 110 58 58 78 6 50 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes

In 2002, Well 3 was not in use due to repairs. Typically, the well system is operated by an alternating pumping schedule.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0140 Sep 0.0150
Feb 0.0000 Jun 0.0140 Oct 0.0140
Mar 0.0140 Jul 0.0120 Nov 0.0130
Apr 0.0140 Aug 0.0130 Dec 0.0100

How many sewer connections does this system have?   66
How many water service connections with septic systems does this system have?   285
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Laurinburg-Maxton Airport 03-83-107 Discharging 0.0130 306 0.0000

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 801 853 953 1,053
Seasonal Population 0 0 0 0
 
Residential 0.0570 0.0670 0.0740 0.0820
Commercial 0.0020 0.0020 0.0030 0.0050
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0040 0.0050 0.0060 0.0080
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0020 0.0020 0.0010 0.0030
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.3450 0.3450 0.3450 0.3450
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.3450 0.3450 0.3450 0.3450
Service Area Demand 0.0650 0.0760 0.0840 0.0980
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0650 0.0760 0.0840 0.0980
Demand as Percent of Supply 19% 22% 24% 28%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 71 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

How does the water system intend to implement the demand management and supply planning components above?   

Additional Information

Has this system participated in regional water supply or water use planning?  No

What major water supply reports or studies were used for planning?  1997 LWSP, Billing Reports, Water Usage Reports.

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:   

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.